HomeMy WebLinkAboutSite PlanEROSION AND SEDIMENTATION
CONTROL NARRATIVE
1. LIMITS OF DISTURBANCE SHALL BE FLAGGED 1N THE FIELD AND VERIFIED PRIOR TO
INITIATION OF CONSTRUCTION.
2. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY
GRADING OF THE SITE.
3. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
A. INSTALL ALL SEDIMENT FENCES AND/OR HAY BALE BARRIERS AS SHOWN ON THIS
PLAN.
B. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED
AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE OF ALL MATERIAL
CLEARED AND GRUBBED OFF SITE,
C. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT FENCE ON
THE DOWNSLOPE SIDE. SEED STOCKPILE WITH PERENNIAL RYEGRASS AT A RATE OF
40 POUNDS PER ACRE AND MULCH WITH HAY OR STRAW.
D. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED
AND COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS,
BUILDING DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL. MOISTEN SOIL SURFACE
PERIODICALLY WITH WATER TO MINIMIZE DUST.
E. CONSTRUCT BUILDING AND INSTALL UTILITIES, ADD EROSION CONTROL DEVICES AS
NEEDED.
F. PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, CURB,
SIDEWALKS, RAMPS, STEPS, ETC.
G. ALL DISTURBED AREAS NOT COVERED BY BUILDING, DRIVEWAYS, SIDEWALKS, ETC.,
SHALL BE GRADED AND STABILIZED AS FOLLOWS:
1. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND
FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS.
2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE.
3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15
AND SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED
WITH STRAW OR HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE
FEET.
H. STABILIZE STEEP SLOPES (3:1 OR STEEPER) AS SOON AS PRACTICAL WITH CURLEX
EROSION CONTROL FABRIC OR EQUIVALENT AND PERMANENT SEEDING AS SPECIFIED
BELOW.
1. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND
SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT.
J. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO ENSURE PROPER
IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON
THIS PLAIN: AND SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLATION AND
MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES OF SUCH
REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS RESPONSIBILITY TO
OTHER PARTIES.
K. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAINING
THE FOLLOWING VARIETIES OF PERENNIAL AND ANNUAL RYEGRASSES: FIESTA 11,
BLAZER 11, DASHER 11 AND EXPRESS. MIX WITH CROWN VETCH SEED MIX. A SEEDING
RATE OF 5 — 7 LBS PER 1000 SF IS RECOMMENDED.
L. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MAY BE REQUIRED AS DIRECTED
BY TOWN STAFF.
%I
LEGEND & ABBREVIATIONS
''oD UTILITY POLE
f MORE OR LESS
FT FEET
REC. RECOVERED
TYP. TYPICAL
S.F. SQUARE FEET
ELEV. ELEVATION
IPO IRON PIPE
DH O DRILL HOLE
O REBAR/CAP
401.$Q x PROPOSED SPOT GRADE
400.60 x EXISTING SPOT GRADE
r6i� ASSESSOR'S MAP NUMBER
5 ASSESSOR'S LOT NUMBER
----
BUILDING SETBACK LINE
401
EXISTING CONTOUR
------- 401
MEAN HIGH
200
�O�
FRONT YARD SETBACK
WATER MARK
OVERHEAD WIRES
UG
UNDERGROUND WIRES
LOCATED ON
STOCKADE FENCE
,�'
EDGE OF LAKE
3-14-07
FLOOD ZONE LINE
ZONE C
INLAND WETLANDS
OV
,l IMF"
N14'-37'-30"Ev0
A WF17
WETLAND FLAG
59.91 ' (SURVEY
WF# 11
/
SURVEY AND CONFORMS TO TOPOGRAPHIC ACCURACY "CLASS T-2': THE DATUM REFERENCES
CLOSING LINE)
IP
DEPICT THE LOCATION OF A PROPOSED GARAGE.
(rec)
2. REFERENCE MAY BE MADE TO THE FOLLOWING DEEDS RECORDED IN THE TOWN OF MONTVILLE
LAND RECORDS:
GARDNER
A. VOLUME: 486 PAGES: 255-257 TYPE: WARRANTY
GRANTORS: EDWARD N. HNATIUK, TRUSTEE & MARGIE L. HNATIUK
GRANTEES: LEONARD T. JOHNSON AND KATHLEEN A. JOHNSON
LAKE
DATE EXECUTED: 3-25-06 DATE RECORDED: 4-04-06
,yy .�
B. VOLUME: 195 PAGES: 472 TYPE: QUIT CLAIM
LEGEND & ABBREVIATIONS
''oD UTILITY POLE
f MORE OR LESS
FT FEET
REC. RECOVERED
TYP. TYPICAL
S.F. SQUARE FEET
ELEV. ELEVATION
IPO IRON PIPE
DH O DRILL HOLE
O REBAR/CAP
401.$Q x PROPOSED SPOT GRADE
400.60 x EXISTING SPOT GRADE
r6i� ASSESSOR'S MAP NUMBER
5 ASSESSOR'S LOT NUMBER
----
BUILDING SETBACK LINE
401
EXISTING CONTOUR
------- 401
PROPOSED CONTOUR
200
STONE RETAINING WALL
FRONT YARD SETBACK
--•------ OH
OVERHEAD WIRES
UG
UNDERGROUND WIRES
--- f f
STOCKADE FENCE
.. -
EDGE OF LAKE
zow B
FLOOD ZONE LINE
ZONE C
INLAND WETLANDS
U,3�h k. _..
,l IMF"
WETLAND BUFFER
A WF17
WETLAND FLAG
6i3
1
NIF
ST. THOMAS MORE ENDOWMENT
VOLUME 347, PAGE 256
LOCATION OF FRENCH DRAIN
z\ SEE REFERENCE NOTE 12.
\ 1
\ EXISTING GRAVEL DRIVE
/4843 \ __-VAS WIDENED BY SANDERS
f \ APRIL 17, 2008 (AS PER
\ JOHNSON)
PROPOSED` \ \
SEE REF, GRAVEL DRIVEWAY OR`s REBAR
NOTE J9 (Tec) MATCH GRADE WITH EXISTING
\ EDGE OF DRIVEWAY AND f OR
PROPOSED CONTOUR ELEV. 401
5' CONC. APRON
/0'63 1
_t
\VAG
�5 401.4
NIF
REBAR/ 1PROPOSED
+
THOMAS E. SANDERS. ,. L i
+
l
r
i
,. 4
CAP ,� .,� s
AP
{:•� : �--� ,,,.. k „ 24 x36 GARAGE
VOLUME 137, PAGE 665 f, .
:-` 4 F/F_ 402.00 MIN.
rF -" 400.6cl, �•
k 5.0'f
00
` � a4 } � - ED SILT FENCE
4 PROPOS
1"6*
400.
3
401.1--�� f ..
wF#1
WF 4 - -F UP 50�
4 LANA
PAVED �,;. 400.3 WFx£ ti REv/ �4RE,q F F
DRIVE
BL&P R
N/F
' ` 402 #419 OM
� 403.90 -
(Tec) OH OH OH` � � OH
THOMAS J CHIARELLA y„ ti,,;;t,.� ;~ ,.:
LISA A. CHIARELL4 400.7
VOLUME 381, PAGE 909 EXISTING '00 o �? p 8L&P
6'0 DRYWELLS M INLAND v► w #4192
N82•_ 9 �
EXISTING 1063
�o! WF#10. STONE RING
n.
WOOD
f DECK
WF 9
PARCEL 2
VOLUME 486, PAGE 255-257
IP 136 71 .
(rec) N�6•,
57
1 OB
N/F
THOMAS J. LONDREGAN, TRUSTEE
VOLUME 286, PAGE 643
X120 ZONE
CHART
RAIN. LOT AREA
120,000
S.F.
FRONTAGE
200
FT.
FRONT YARD SETBACK
60
FT.
SIDE YARD SETBACK
25
Ff.
DEAR YARD SETBACK
60
Ff.
MAXIMUM HEIGHT(1)
35
FT.
EX.
DECK
(MAP REF. 30) , / o \ WETLANDS /WT
� Iii
EXISTING o cj*
PUMP CHAMBER
(MAP REF. 3D) 1 ` SS' 25 VK
f
N8,3•, S ��,p \ SIDE YARD
5.1.39 _, �� �\ �F 6
SHE' & IPo.
HE 94 REBAR WF #7/ /
EXISTING
(rec) R 0(rec)
.45 rec) /`e I
SEPTIC TANK
(MAP REF. 3_D)
,TOTAL AREA
\.30,412± S.F. -
3 � _
4 0.7± AC. __-' /
/ • / - — �. PARCEL 1
Aj ! VOL
.. ,.� IJME 486,
EXISTING HOUSE GRAVEL g �°% PACE 255-257
SILL ELEV.=396.66
f � DRIVE
% - ct r
h IN
UG OH_#4194 v° i, I
+34, 55.70 IP 80.,51 ' IRON ROD
54 S8T-03'-- 0"W Teciiiiiiiiiiiliiillliliililililllllllllllllllll\ (rec)
S87' -03'-00"W / , ( )� � N86'- _38NW /
1 P{rec)
57
NB9'-49'"'M► 10
6.85 STOCKADE FENCE LINE
N/F
BENCHMARK PEQUOT LEDGE CAMPGROUND, LLC
VOLUME 336, PAGE 737
TOP OF IRON PIPE
ELEV. = 397.83"
GRAPHIC SCALE
20 0 10 20 40 00
( IN FEET )
1 inch m 20 !t.
I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND
DEPICTED HEREON. THE WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE
REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD.
R. RICHARD SNARSKI, CERTIFIED SOILS SCIENTIST
DATE
FINER FENCE
0'�cu
EXCAVATE
6 x6" „•�
TRENCH ""' �•` ''
12 "M1 N.
Y
SEDIM�
COMPACTED
BACKFILL
FLOW
EXISTING GRADE
�
UNDISTURBED
GROUND
FENCE DETAIL
NOT TO SCALE
CALL;' BEFORE YOU DIGI
1 -X800-922 -4455
"TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED
HEREON. "
15157
9
F. MATTERN, L. S. LICENSE NO. DATE
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REFERENCE NOTES#
1.
THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1
THROUGH 2O-3008-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS
FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT", PREPARED AND ADOPTED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996. IT IS A
"GENERAL LOCATION SURVEY" CONFORMING TO HORIZONTAL ACCURACY "CLASS D". THIS MAP WAS
PREPARED FROM RECORD RESEARCH, OTHER MAPS, LIMITED FIELD MEASUREMENTS AND OTHER
SOURCES. IT IS NOT TO BE CONSTRUED AS A PROPERTY/BOUNDARY OR LIMITED PROPERTY/
BOUNDARY SURVEY AND 1S SUBJECT TO SUCH FACTS AS SAID SURVEYS MAY DISCLOSE. THE
TOPOGRAPHIC INFORMATION DEPICTED HEREON HAS BEEN OBTAINED AS THE RESULT OF A FIELD
SURVEY AND CONFORMS TO TOPOGRAPHIC ACCURACY "CLASS T-2': THE DATUM REFERENCES
THE PLAN CALLED OUT IN REFERENCE NOTE 3D AND 3E. THE PURPOSE OF THIS PLAN IS TO
DEPICT THE LOCATION OF A PROPOSED GARAGE.
2. REFERENCE MAY BE MADE TO THE FOLLOWING DEEDS RECORDED IN THE TOWN OF MONTVILLE
LAND RECORDS:
A. VOLUME: 486 PAGES: 255-257 TYPE: WARRANTY
GRANTORS: EDWARD N. HNATIUK, TRUSTEE & MARGIE L. HNATIUK
GRANTEES: LEONARD T. JOHNSON AND KATHLEEN A. JOHNSON
DATE EXECUTED: 3-25-06 DATE RECORDED: 4-04-06
B. VOLUME: 195 PAGES: 472 TYPE: QUIT CLAIM
GRANTORS: ELIZABETH V. LAIVONEN
GRANTEES; EDWARD N. HNATIUK & MARGIE L. HNATIUK
DATE EXECUTED: 11-23-87 DATE RECORDED: 11-23-87
3.
REFERENCE MAY BE MADE TO THE FOLLOWING PLANS:
A. "SURVEY MAP PREPARED FOR ESTATE OF ELIZABETH V. LAIVONEN, COTTAGE ROAD, MONTVILLE,
CONNECTICUT, SCALE: 1"=100` DATE: AUGUST 15, 1997, SHEET 1 OF 1", PREPARED BY
CPK CHANDLER, PALMER & KING, NORWICH, CONNECTICUT.
B. "SURVEY MAP PROPERTY TO BE CONVEYED BY THE ESTATE OF ELIZABETH V. LAIVONEN TO
EDWARD & MARGIE HNATIUK, OFF COTTAGE ROAD, MONTVILLE, CONNECTICUT, DATE: NOVEMBER
25, 1996, SCALE: 1"=20', SHEET 1 OF 1". PREPARED BY CPK CHANDLER, PALMER & KING,
NORWICH, CONNECTICUT.
C. "SURVEY MAP PROPERTY TO BE CONVEYED BY THE ESTATE OF ELIZABETH V. LAIVONEN TO
THOMAS E SANDERS, OFF COTTAGE ROAD, MONTVILLE, CONNECTICUT, DATE. MARCH 1, 1995,
ADD177ONS DECEMBER 5, 1997, SCALE: 1 "= 10, SHEET 1 OF 1 IF PREPARED BY CPK
CHANDLER, PALMER & KING, NORWICH, CONNECTICUT.
D. EXISTING CONDITIONS AND PROPOSED SITE IMPROVEMENTS, PROPERTY OF: EDWARD & MARGIE
HNATIUK, OFF OF COTTAGE ROAD, MONTVILLE, CONNECTICUT, SCALE: 1- = 10', DATE: SEPT.
1987, SHEET 1 OF 1, JOB NO.: 87-8-188", PREPARED BY TOTAL TECNOLOGY INC., NEW
LONDON, CT.
C
E "BOUNDA+RY AND SANITARY PLOT PLAN, PROPERTY OF EDWARD & MARGIE HNATIUK, OFF OF
COTTAGE STREET, MONTVILLE, CONNECTICUT, DATE: JULY 1, 1986, REVISED: 7-14-86,
SCALE: 1 "-10" PREPARED BY KMS KING, MULLEN & SCHUCH, UNCASVILLE, CONNECTICUT.
4.
THE SITE IS ZONED R 120.
EB
5.
NORTH MAY BE REFERENCED TO THE PLAN CALLED OUT IN NOTE 3B ABOVE
6.
INLAND WETLANDS WERE DELINEATED ON JANUARY 22, 2007 BY R. RICHARD SNARSKI, SOIL
SCIENTIST, WETLAND SCIENTIST.
7.
SANITARY SYSTEM INFORMATION HAS BEEN DERIVED FROM REFERENCE PLANS 3D AND 3E, ALL
NOTES ASSOCIATED WITH SAID PLANS ARE A PART OF THIS PLAN AND SPECIFICALLY WITH RESPECT
TO SUBTERRANEAN FEATURES NOT FIELD LOCATED.
8.
PARCEL 1 AS DESCRIBED IN VOLUME 486, PAGES 255-257 IS SUBJECT TO RIGHTS FOR EXISTING
UTILITY LINES CROSSING SAID TRACT. PARCEL 2 AND OTHER LAND OF JOHNSON MAY BE SUBJECT
TO EXISTING UTILITY LINES CROSSING SAID TRACT. OVERHEAD AND UNDERGROUND UTILITY LINES
DEPICTED HEREON ARE APPROXIMATE.
9.
PARCEL 1 AS DESCRIBED IN VOLUME 486, PAGES 255-257 IS TOGETHER WITH THE RIGHT TO
ACCESS SAID TRACT FROM THE EX ORWE OVER REA N TNG LAND OF THIS GRANTOR
ALONG THE' FOURTH COURSE IN SAID DESCRIPTION.
10.
SUBJECT PARCEL(S) ARE TOGETHER WITH AND SUBJECT TO SUCH RIGHTS AS APPEAR OF RECORD.
11.
THE SITE IS LOCATED IN ZONE C AND ZONE B AS PER NATIONAL FLOOD INSURANCE PROGRAM,
FIRM, FLOOD INSURANCE RATE MAP, TOWN OF MONTVILLE, CONNECTICUT, NEW LONDON COUNTY,
PANEL 1 OF 16, COMMUNITY—PANEL NUMBER, 090099 0001 B, EFFECTIVE DATE; JULY 2, 1980.
12.
FRENCH DRAIN FIELD LOCATED ON 4-06-2011.
FINER FENCE
0'�cu
EXCAVATE
6 x6" „•�
TRENCH ""' �•` ''
12 "M1 N.
Y
SEDIM�
COMPACTED
BACKFILL
FLOW
EXISTING GRADE
�
UNDISTURBED
GROUND
FENCE DETAIL
NOT TO SCALE
CALL;' BEFORE YOU DIGI
1 -X800-922 -4455
"TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED
HEREON. "
15157
9
F. MATTERN, L. S. LICENSE NO. DATE
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